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BASEMENT

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CRAWL SPACE

CRAWL SPACE

CRAWL SPACE

NEW

GARAGE

101 NEW

GARAGE

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1/4" = 1'-0"A2.0D : A2.0D

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M I S S O U L A, M T 59802 www.aearchitects.com

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PROJECT No 09051

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12.16.09

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JAMES R. McDONALD

NORTHSOUTH RESIDENCE FOUNDATION PLAN GARAGE WALL SECTION19

A4.2D

26'-6"

26'-6"

A2.0D : A2.0D

24'-0"

A2.0D

KEYNOTES#

(N) 8" CONCRETE FOUNDATION WALL AND 1'-4" X 10 DP. FOOTING. SEE: STRUCTURAL SHTS2.1B

FOR MORE INFORMATION.

MAINTAIN PARTIAL ACCESS FROM EXISTING FOUNDATION TO NEW CRAWL SPACE/ FOUNDATION UNDER

ADDITION.

BACKFILL EXISTING BASEMENT WITH 18" OF 3 4" MINUS CRUSHED GRAVEL.

NEW 24" X 30" ACCESS HATCH ABOVE. PROVIDE THUMB PULL HARDWARE AND FLOOR FINISH AS

SPECIFIED IN ROOM FINISH SCHEDULE. COORDINATE W/ STRUCTURAL.

(N) SLAB ON GRADE WITH PERIMETER FTG. SEE: STRUCTURAL FOR MORE INFORMATION.7

1/4" = 1'-0"

NORTH6 SOUTH RESIDENCE GARAGE FOUNDATION PLAN

TYPICAL FRAME WALL CONSTRUCTION

- 1/2" GYP. BD. INTERIOR (FIRE TREATED

- 6 MIL.TEAR RESISTANT VAPOR BARRIER

- 2x6 WALL FRAME 16" O.C. W/

- R-19 BATT INSULATION

- EXTERIOR SHEATHING PER STRUCTURAL

- AIR INFILTRATION BARRIER

- 'TRU WOOD' SHINGLES AS SHOWN PER

ELEVATIONS.

ATTIC SPACE6

(N) ASPHALT SHINGLE

ROOFING TO MATCH EXISTING

RESIDENCE ROOFING IN-KIND.

5/8" O.S.B PER STRUCT.

MANUF. PRESS PLATE TRUSSES

(SEE STRUCTURAL)

PRE-FIN. SHT. MTL.

DRIPEDGE

PRE-FIN. SHT. MTL.

CONT. GUTTER

'TRU WOOD' FIBER CEMENT SHINGLES AS

SHOWN PER ELEVATIONS

'TYVEK' AIR INFILTRATION WRAP

EXT. SHEATHING PER

STRUCTURAL

R-19 BATT INSULATION

6 MIL. TEAR RESISTANT VAPOR BARRIER

2'-0"

1-1/2" X 11-1/4" 'HARDITRIM'

SKIRT BOARD

R-38 BLOWN IN

INSULATION

5/8" GYP. BOARD

CONC. SLAB AND THICKENED

EDGE WITH REINFORCING PER

STRUCTURAL

GRAVEL BASE ON SUB GRADE

PER GEOTECHNICAL AND

STRUCTURAL

FINAL GRADE

A2.0D : A2.0D 1/4" = 1'-0"

SOUTH RESIDENCE GARAGE SECTION8

2'-0"

M

IN

3/8" = 1'-0"A2.0D : A2.0D

SECURELY INFILL EXISTING BASEMENT R.O. WITH PLYWOOD AND DOWEL TIE BACK INTO EXIST.

CONCRETE AFTER GRAVEL BACKFILL EFFORT IS COMPLETE IN THE BASEMENT.

7 NEW SLAB CONSTRUCTION

4" CONCRETE SLAB-SEE STRUCTURAL DRAWINGS

10 MIL. TEAR RESISTANT VAPOR RETARDER

2" RIGID INSULATION

6" DEEP 3 4" PLUS CLEAN, DRY COMPACTED GRAVEL BASE

APPROXIMATE LOCATION OF NEW SEWER LINE CONNECTION. CONTRACTOR SHALL COORDINATE

LOCATION AND CONNECTION WITH ALL NEW AND EXISTING SANITARY SEWER LINES AND DRAIN LINES.

A4.2D

FIN. FLOOR

100'-0"

T.O. PLATE

MATCH EXIST.

INSULATION PER STRUCT.

R-38 BLOWN-IN

FIBERGLASS INSULATION.

PROVIDE NEW 2 X 4 P.T. FRAME WALL W 12" P.T. PLY WD. TO ENCLOSE BASEMENT OPENING.8

1/2" GYP. BD. (FIRE TAPED)

TYPICAL ROOF CONSTRUCTION

- NEW 'MALARKEY LEGACY SHINGLES' COLOR TO MATCH EXIST.

- PROVIDE RIDGE VENT AS REQUIRED (TYP.)

- 15# BUILDING FELT

- PROVIDE ICE & WATER SHIELD 4' ON EACH SIDE OF THE VALLEY OR CRICKET

- PRESS PLATE TRUSS (PER STRUCTURAL)

- VENT SPACERS

- R-38 BLOWN-IN FIBERGLASS INSULATION

- 6 MIL. TEAR RESISTANT POLYURETHANE VAPOR BARRIER

- 12" TYPE 'X' GYP. BD. CEILING (PAINT)

REQUIRED AT EACH RESIDENCE

1. DISCONNECT AND ABANDON THE EXISTING SEWER LINE. LINE SHALL BE TERMINATED & CAPPED

BELOW EXISTING SLAB. CONTRACTOR SHALL RECONNECT ALL LINES BELOW MAIN FLOOR AND EXIT

EXISTING HOUSE APPROXIMATELY 4' BELOW GRADE WITH NEW 4" SANITARY SEWER LINE AS SHOWN ON

THE SITE PLAN. MAINTAIN POSITIVE SLOPE TO EXISTING MAIN.

2. CONTRACTOR SHALL MAKE EVERY EFFORT TO MITIGATE STANDING WATER AROUND EXISTING HOUSE.

ALL GRADES AROUND THE EXISTING RESIDENCE SHALL BE BROUGHT TO WITHIN 6" OF NEW SIDING AND

SLOPE POSITIVELY AWAY FROM HOUSE.

3. CONTRACTOR SHALL PROVIDE A NEW RADON MITIGATION SYSTEM IN THE BASEMENT / CRAWLSPACE

AS SHOWN IN THE DETAILS. THE EXISTING BASEMENT WILL BECOME UN-OCCUPIABLE SPACE AND WILL BE

BACKFILLED WITH 3/4" PLUS CRUSHED GRAVEL. CONTRACTOR TO COORDINATE LOCATION OF INLINE FAN

& EXHAUST LOCATION.

4. CONTRACTOR SHALL REMOVE EXISTING VERMICULITE INSULATION IN ATTIC SPACE REQUIRED AS PART

OF THE MITIGATION PROCESS. APPROXIMATE AREAS ARE INDICATED ON THE PLANS.

5. CONTRACTOR SHALL PROVIDE NEW 200A SERVICE TO THE EXISTING RESIDENCE. CONTRACTOR SHALL

PROVIDE A NEW MANUAL TRANSFER SWITCH AND ASSOCIATED HARDWARE IN ORDER TO OPERATE AN

EMERGENCY GENERATOR IF NEED BE. COORDINATE LOCATION OF PANEL & TRANSFER SWITCH WITH

CONTRACTING OFFICER.

6. CONTRACTOR SHALL MAINTAIN LOCATION & CABLING OF EXISTING SATELLITE DISHES. CONTRACTOR

MAY NEED TO REMOVE & REPLACE EQUIPMENT IN ORDER TO ACCOMMODATE NEW WORK.

7. PROVIDE NEW 90% EFFICIENCY FURNACE W/ PROGRAMMABLE THERMOSTAT SIZED FOR RESIDENCE

SHOWN. CONTRACTOR SHALL COORDINATE LOCATION & RE-USE OF EXISTING DUCTWORK. GENERALLY

ALL DUCTWORK WILL BE LOCATED IN CRAWLSPACE. EXISTING TRUNK LINES CAN BE RE-CONNECTED TO.

ALL DUCTWORK WILL THEN BE INSULATED.

8. PROVIDE NEW 'RINNAI' RC80HPi ON DEMAND WATER HEATER. CONTRACTOR SHALL LOCATE AND

COORDINATE UTILITIES ACCORDINGLY.

9. REMODELED RESIDENCES SHALL ALL RECEIVE NEW GUTTERS AND PIPED DRAINAGE SYSTEMS AS

SHOWN ON SITE PLAN.

10. CONTRACTOR SHALL ROUTE 4" PERFORATED OR CORRUGATED PIPE APPROXIMATELY 1'-0" FROM THE

INSIDE OF THE EXTERIOR PERIMETER FOUNDATION WALLS. LAY PIPE IN CONTINUOUS LOOP ON SUB

GRADE OR EXISTING BASEMENT FLOOR. LAY GEO-TEXTILE CLOTH OVER PIPE TO PREVENT CLOGGING

PERFORATED HOLES. BACKFILL OVER PIPE WITH CLEAN 3 4" PLUS CLEAN AGGREGATE. CONNECT THE

ENDS OF THE LOOP TO OPPOSITE LEGS OF A 4" PVC 'T'. CONNECT 4" PVC VERTICALLY INTO THE TEE AND

ROUTE UP TO ATTIC FOR DISCHARGE. CONTRACTOR SHALL COORDINATE LOCATION OF THE INLINE FAN.

11. PLUMBING & ELECTRICAL CONTRACTOR SHALL PROVIDE A 'BASE LEVEL' OF PLUMBING AND LIGHTING

FIXTURES. CONTRACTOR SHALL SUBMIT CUT SHEETS TO CONTRACTING OFFICER FOR APPROVAL. ALL

FIXTURES SHALL BE STANDARD RESIDENTIAL GRADE UNLESS REQUIRED TO BE ACCESSIBLE. ALL FIXTURES

SHALL MEET ALL MANDATED PLUMBING AND ELECTRICAL CODES. ALL NEW PLUMBING FIXTURES SHALL

EPA 'WATERSENSE' COMPLIANT. ALL NEW LIGHT FIXTURES SHALL BE INSTALLED WITH NEW COMPACT

FLUORESCENT OR LED LIGHTING LAMPS WITH A MINIMUM CORRELATED COLOR TEMPERATURE OF 2700°K.

12. PROVIDE BLOCKING AT ALL CABINETRY, SHELVING SUPPORTS, TOILET ROOM ACCESSORIES, AND WALL

MOUNTED PLUMBING FIXTURES.

13. PROVIDE NEW R-38 BLOWN-IN FIBERGLASS INSULATION THROUGHOUT GARAGE ATTIC. PROVIDE R-50

BLOWN IN FIBERGLASS INSULATION THROUGHOUT RESIDENCE.

14. AT NEW PLUMBING, CONTRACTOR SHALL PROVIDE NEW SUPPLY, DRAIN, AND VENT LINES AS NEEDED.

COORDINATE ALL DRAIN & VENT LOCATIONS AND RE-USE ALL EXISTING ROOF PENETRATIONS AS

POSSIBLE. CONTRACTOR SHALL INSULATE ALL PIPING BELOW FLOOR. REMOVE ALL ABANDONED

PLUMBING AND CAP ALL UNUSED PLUMBING STUBS BELOW THE FLOOR LEVEL.

15. WHERE COLOR OR PRODUCT SELECTION IS REQUIRED, CONTRACTOR SHALL SUBMIT CUT SHEETS TO

CONTRACTING OFFICER FOR APPROVAL.

16. PROVIDE NEW 24x30 (MIN.) ATTIC ACCESS PANEL. LOCATE APPROXIMATELY UNDER RIDGELINE FOR

MAXIMUM HEAD CLEARANCE.

GENERAL RESIDENTIAL WORK

1. EVERY ATTEMPT HAS BEEN MADE TO ASSURE THE ACCURACY OF THE DRAWINGS THROUGH EXISTING

AS-BUILT DATA AND FIELD VERIFICATION. CONTRACTOR RESPONSIBLE TO VERIFY EXISTING CONDITIONS

BEFORE CONSTRUCTION / ORDERING / INSTALLATION & NOTIFY THE CONTRACTING OFFICER

IMMEDIATELY IF ANY DISCREPANCY EXISTS FOR WRITTEN CLARIFICATION.

2. DRAWINGS CONTAINED WITHIN THESE DOCUMENTS ARE ABBREVIATED IN NATURE. CONTRACTOR IS

EXPECTED TO USE QUALITY, ACCEPTABLE STANDARD CONSTRUCTION PRACTICES & TECHNIQUES.

3. ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE STANDARDS & REGULATIONS AS PRESCRIBED

BY THE 2009 INTERNATIONAL RESIDENTIAL BUILDING CODE, ALL APPLICABLE PLUMBING CODES, ALL

APPLICABLE MECHANICAL CODES, ALL APPLICABLE ELECTRICAL CODES.

4. MECHANICAL / PLUMBING / ELECTRICAL SHALL BE COORDINATED AND INSTALLED BY CONTRACTOR TO

BE CONSISTENT WITH THE INTENT OF THE DRAWINGS AND SHALL BE IN ACCORDANCE WITH ALL

APPLICABLE CODES.

5. CONTRACTOR RESPONSIBLE FOR DOCUMENTATION OF ACCURATE AS-BUILTS INFORMATION /

DRAWINGS AT THE CONCLUSION OF THE PROJECT FOR SUBMITTAL TO THE CONTRACTING OFFICER.

6. CONTRACTOR TO MAINTAIN INTEGRITY OF EXISTING BUILDING / SYSTEMS AT ALL TIMES. NOTIFY

CONTRACTING OFFICER BEFORE COMPROMISING ANY SYSTEM DUE TO THE NEW CONSTRUCTION. SOME

DEMOLITION / CONSTRUCTION MAY BE REQUIRED TO BE PERFORMED AFTER BUSINESS HOURS -

COORDINATE W/ CONTRACTING OFFICER.

7. DO NOT SCALE FROM DRAWINGS. IF A DIMENSION DOES NOT EXIST OR IS IN ERROR, CONTACT THE

CONTRACTING OFFICER IMMEDIATELY FOR WRITTEN CLARIFICATION.

8. CONTRACTOR SHALL RECOGNIZE THE REMODEL ON THESE STRUCTURES MAY BE PHASED IN ORDER TO

ACCOMMODATE EXISTING TENANTS. CONTRACTOR SHALL COORDINATE ALL WORK ACTIVITIES WITH

CONTRACTING OFFICER AND DISTRICT RANGER.

9. CONTRACTOR SHALL PROVIDE ALL SHORING AS NEEDED DURING THE CONSTRUCTION PROCESS.

10. CONTRACTOR SHALL BE AWARE THAT LEAD PAINT CONTAINING MATERIALS AND VERMICULITE IS

PRESENT IN THE CONSTRUCTION AREA. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND TAKING THE

NECESSARY PRECAUTIONS TO SAFELY CONDUCT THE WORK INDICATED.

11. CONTRACTOR SHALL SUPPLY ALL PARTS, MATERIALS & LABOR ASSOCIATED WITH COMPLETING THIS

PROJECT, UNLESS OTHERWISE NOTED.

12. CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL EXISTING UTILITIES.

13. CONTRACTOR TO REFER TO ALL STRUCTURAL NOTES WITHIN DOCUMENTS.

GENERAL PROJECT NOTES

NEW 14" VENTED 'HARDISOFFIT'

FIBER CEMENT SOFFIT BOARDS.

NEW 2X8 'HARDITRIM'

FASCIA BD.

NEW 1X4 'HARDITRIM'

FASCIA BD..